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v+ <br />3 <br />4� <br />00 <br />00 <br />cV <br />L0 <br />LO <br />v <br />v- <br />(n <br />0 <br />Q <br />J <br />M <br />C'S <br />u, <br />co <br />m <br />PO <br />CV <br />Ln <br />L0 <br />=v <br />J <br />to <br />d- <br />N <br />in <br />In <br />Cr( <br />19 <br />Q <br />O <br />Q <br />N <br />C. <br />E <br />F° <br />O <br />S <br />G <br />J <br />N <br />R <br />Er- <br />CL <br />Cl- <br />y <br />0 <br />0 <br />i7 <br />N <br />N <br />15 <br />cV <br />cV <br />O <br />M <br />Lo <br />45 <br />Q <br />0 <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and <br />longer with a nominal height of 8" meet or exceed L1180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10, Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� . 0 <br />Safe vertical load Safe horizontal load T <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-013/1T 8RF6-0B/1T U-�`, <br />O O O O <br />AF14-1B/1T 8RF14-0B/1T 81=16-013/1T 81`16-1131T <br />© O O <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />C. <br />05 <br />8F 12-1 B/1 <br />BAR CONT. <br />T <br />O O <br />O <br />8F20-0B/1 T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />K%WM <br />Mo <br />Kamm <br />TYPE DESIGNATION <br />F = FILLED WITH <br />#SREBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT /U=UNFILLED <br />E <br />a ° <br />= <br />R RECESSED <br />CLEARSTEEL <br />LINTEL <br />QTY. OF #5 <br />O <br />° ° <br />REBAR @BOTTOM <br />° <br />OF LINTEL CAVITY <br />9 <br />a ° <br />,M.U. <br />#5 REBAR AT TOP <br />v <br />°° ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />8F16- BM T <br />a <br />z <br />° <br />a ° <br />n <br />Z <br />GROUT <br />QUANTITY OF <br />tNOMINAL.5 <br />r <br />t0 <br />° <br />REBAR AT <br />^ J Q <br />U <br />= - cn w <br />j <br />C.M.U. <br />WIDTH #5 REBAR AT <br />< O <br />BOTTOM of <br />a z Lu <br />F <br />TOP <br />NOMINAL-o <br />LINTEL CAVITY <br />w FO co` <br />Lou <br />Xp � <br />1 r- Z6 n <br />-BOTTOM <br />o d <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 M <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z r- p w ui <br />D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ �7 3 No <br />j <br />L, <br />5 REBAR AT BOTTC <br />(VARIES) <br />w ¢ n0 <br /><i L <br />4 <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />cTf pre`castli tels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per3/8" aggregate <br />4. maximum 3!8" aggregate and 8" to 11" slump. <br />Cgat a = 3" to psi slump. <br />POWERS STEEL BOXED LINTEL NOTES ALT. <br />� ) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturers s ecifications for installation. <br />p <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting, <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION a0 ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />5'-10" LL <br />O <br />6'-6" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4'=1'-0" <br />N <br />Q <br />i� <br />C c <br />O O W <br />'- o <br />aR o <br />u <br />4 <br />d ci <br />d <br />y <br />-ef ..+ :N <br />m <br />a <br />m <br />. co` <br />o <br />co <br />G E <br />O <br />`�'�3? tlBlf�g'a, <br />,` <br />--J -Y„ ICN <br />0 .� <br />•., • •,. <br />10FESS%0� <br />�°`i'i <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />M <br />W E <br />o MN8 <br />0 <br />D O C' D n <br />O co N <br />7 W N O <br />r- <br />N <br />vi M CD <br />v LL <br />R N J <br />G J w <br />'i co W <br />o_ <br />Jw� <br />z --o�, a 4 <br />0 C <br />r E <br />X0 <br />7 f 0 N� S <br />W <br />W co 0 Cow <br />� N ¢ <br />LLV <br />LL0 <br />�z N J <br />OU <br />Z co <br />W 130 <br />Z N M <br />0 0 <br />z <br />(D <br /><t <br />M <br />V) Z v <br />- <br />� <br />� cn <br />U <br />O W g <br />Ln c w <br />(J <br />W <br />J <br />_ E <br />I <br />c `A <br />- 0 <br />Q N 0 <br />I� <br />� <br />W <br />z <br />-J <br />zo <br />� <br />c6 E <br /><� <br />o <br />-0 <br />Z® <br />on <br />H r6 <br />_ CL <br />E-)E <br />x0 <br />U <br />aF <br />�z <br />p <br />0¢ <br />az <br />N <br />Q) <br />o <br />¢o <br />�w <br />i <br />'.• (a <br />y <br />m� <br />0 <br />_J <br />< m <br />w <br />z <br />cn <br />o< <br />z <br />go <br />� <br />v <br />w� <br />Qo <br />a <br />mw <br />�k <br />CD <br />CD <br />CO <br />¢ ¢ <br />o� <br />91 <br />o <br />a <br />za <br />0� <br />03 <br />=O <br />0 <br />_ <br />` <br />Lo <br />J <br />LO <br />LO <br />tT <br />� <br />L <br />r <br />: T <br />N <br />Y <br />� Y <br />m <br />m <br />� <br />4-0 <br />0*) <br />O <br />N <br />00 <br />LO <br />00 <br />N <br />ai <br />m <br />c\M <br />r rri LID <br />o <br />Z <br />Z <br />E <br />co <br />a <br />U -1 q p <br />-J <br />JOB <br />NO: 22-06463 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />